青藏高原古近纪—新近纪隆升与沉积盆地分布耦合   总被引：4，自引：0，他引：4  

张克信  王国灿  陈奋宁  徐亚东  骆满生  向树元  寇晓虎  赵来时 《地球科学》2007,32(5):583-597

根据在高原及邻区近7年完成的1∶250000地质填图资料, 划分出青藏高原及邻区古近系-新近系残留盆地共92个.沉积范围大且序列完整的盆地分布在高原周缘和腹地.在高原的南、北和东缘, 沿区域性大断裂带分布许多走滑拉分盆地.古新世—始新世海相地层仅分布在藏南和新疆叶城地区.藏南半深海-深海沉积沿江孜-萨嘎-郭雅拉-桑麦一线分布, 其海水东浅西深, 西部为活动型, 反映新特提斯洋闭合的时间从东向西变新, 地壳抬升首先开始于东侧.晚白垩世隆起区主要分布在研究区东北部, 高原总体地貌格局为东北高, 西南低.古新世—始新世出现了腾冲-班戈、库牙克-格尔木新的隆起带, 西昆仑隆起带向东拓展, 祁连隆起带加宽, 松潘-甘孜隆起区范围向东有所萎缩.渐新世期间, 冈底斯和喜马拉雅带掘起, 昆仑-阿尔金-祁连的进一步隆起, 造成了整个高原的周缘为山系、而腹地为盆的宏观地貌格局.中-上新世期间, 冈底斯和喜马拉雅带、喀喇昆仑-西昆仑地区进一步较大幅度隆起;高原从渐新世及其以前的东高西低格局, 经历了中新世—上新世全区的不均衡隆升和拗陷, 最终在上新世末铸就了西高东低的地貌格局, 青藏做为一个统一的高原发生了重大的地貌反转事件.青藏高原新生代的隆升过程以多阶段、不均匀、非等速为特征, 具有强烈的时空差异性.   相似文献   

Numerical and Experimental Study on Hydrodynamic Performance of A Novel Semi-Submersible Concept     

GAO Song  TAO Long-bin  KOU Yu-feng  LU Chao  SUN Jiang-long 《海洋工程》2018,32(2):144-156

The Multiple Column Platform (MCP) semi-submersible is a newly proposed concept, which differs from the conventional semi-submersibles, featuring centre column and middle pontoon. It is paramount to ensure its structural reliability and safe operation at sea, and a rigorous investigation is conducted to examine the hydrodynamic and structural performance for the novel structure concept. In this paper, the numerical and experimental studies on the hydrodynamic performance of MCP are performed. Numerical simulations are conducted in both the frequency and time domains based on 3D potential theory. The numerical models are validated by experimental measurements obtained from extensive sets of model tests under both regular wave and irregular wave conditions. Moreover, a comparative study on MCP and two conventional semi-submersibles are carried out using numerical simulation. Specifically, the hydrodynamic characteristics, including hydrodynamic coefficients, natural periods and motion response amplitude operators (RAOs), mooring line tension are fully examined. The present study proves the feasibility of the novel MCP and demonstrates the potential possibility of optimization in the future study.  相似文献   

Three-dimensional Fusion of Spaceborne and Ground Radar Reflectivity Data Using a Neural Network–Based Approach   总被引：1，自引：0，他引：1  

Leilei KOU  Zhuihui WANG  Fen XU 《大气科学进展》2018,35(3):346-359

The spaceborne precipitation radar onboard the Tropical Rainfall Measuring Mission satellite(TRMM PR) can provide good measurement of the vertical structure of reflectivity, while ground radar(GR) has a relatively high horizontal resolution and greater sensitivity. Fusion of TRMM PR and GR reflectivity data may maximize the advantages from both instruments.In this paper, TRMM PR and GR reflectivity data are fused using a neural network(NN)–based approach. The main steps included are: quality control of TRMM PR and GR reflectivity data; spatiotemporal matchup; GR calibration bias correction;conversion of TRMM PR data from Ku to S band; fusion of TRMM PR and GR reflectivity data with an NN method;interpolation of reflectivity data that are below PR's sensitivity; blind areas compensation with a distance weighting–based merging approach; combination of three types of data: data with the NN method, data below PR's sensitivity and data within compensated blind areas. During the NN fusion step, the TRMM PR data are taken as targets of the training NNs, and gridded GR data after horizontal downsampling at different heights are used as the input. The trained NNs are then used to obtain 3D high-resolution reflectivity from the original GR gridded data. After 3 D fusion of the TRMM PR and GR reflectivity data, a more complete and finer-scale 3D radar reflectivity dataset incorporating characteristics from both the TRMM PR and GR observations can be obtained. The fused reflectivity data are evaluated based on a convective precipitation event through comparison with the high resolution TRMM PR and GR data with an interpolation algorithm.  相似文献   

塔里木板块上元古界阿勒通沟组和黄羊沟组: 新识别的冰期和间冰期？   总被引：3，自引：2，他引：1  

寇晓威  王宇  卫巍  何金有  徐备 《岩石学报》2008,24(12):2863-2868

通过库鲁克塔格地区孜厄肯—厄格孜达坂一带实测地层剖面研究重新建立了阿勒通沟组和黄羊沟组的地层层序。阿勒通沟组含三层冰成杂砾岩,为冰川沉积与滨-浅海沉积交替发育,代表海相环境下的冰川沉积。黄羊沟组底部白云岩具负的δ¹³C同位素值,下部以火山岩、上部以细碎屑岩和碳酸盐岩为主,沉积环境具有向上变深的特征,代表了阿勒通沟冰期结束后温暖环境下的海平面上升。结合冰成杂砾岩的特征、“盖帽碳酸盐岩”的分布、碳同位素和化学蚀变指数方面的证据,可将两者分别确定为独立的冰期和间冰期,并分别沿用阿勒通沟冰期和黄羊沟间冰期的称呼。阿勒通沟冰期的划分使得库鲁克塔格地区晚元古代冰期达到四次。根据库鲁克塔格地区已有的同位素年龄,阿勒通沟冰期可能与Sturtian冰期对比,贝义西冰期可能与Kaigas冰期而不是与Sturtian冰期对比。  相似文献   

东亚夏季风活动与不同类型云的相关性研究   总被引：3，自引：1，他引：2  

寇雄伟  李昀英  方乐锌  孙国荣  高翠翠 《大气科学》2016,40(3):463-475

利用1998~2007年候平均卫星-台站融合降水资料以及ISCCP (International Satellite Cloud Climatology Project) D1云资料,分别定义了标准降水指数和两类云指数。降水指数大值区的移动能很好的表征东亚夏季风活动,两类云指数能分别反映某个区域深对流云(DC)、高积云(Ac)和积云(Cu)云量的集中变化特征。根据不同地区降水集中时段以及降水量等气候特征,结合中国气候区划(温度带及干湿区)及不同地域的地形特征,把中国大陆受东亚夏季风影响的地区划分为五个子区域。利用ISCCP D1云气候资料和降水资料,在候时间尺度上通过分析降水与不同云类、标准降水指数与两类云指数的相关性研究了东亚夏季风活动与不同类型云的对应关系。研究表明:ISCCP定义的深对流云(DC)、卷层云(Cs)与降水量在五个区显著正相关,表明东亚夏季风活动伴随有大量的对流云及云砧出现;高积云(Ac)、积云(Cu)的总云量与降水量在五个区显著负相关,表明夏季风活动增强时,Ac和Cu云量减少;层云(St)和层积云(Sc)与降水量在南方和北方分别呈显著的负相关和正相关,说明季风活动在南方伴随着对流云的显著增加,在北方则使层状云和对流云均有所增加;高层云(As)、卷云(Ci)和雨层云(Ns)与季风活动没有显著的相关性。  相似文献   

湘赣地区中生代基性岩地球化学特征与岩石圈厚度变化     

刘勇  李廷栋  肖庆辉  邢光福  王涛  寇彩化  段政 《地质学报》2016,90(9):2219-2232

湘赣地区中生代是多金属矿产的集中地区,是环太平洋成矿带的重要组成部分,该区中生代大规模成矿的最终制约因素来自地球深部,岩石圈厚度是探索地球深部的重要组成部分。本文通过湘南宁远玄武岩、长城岭辉绿岩和赣西北基性岩的研究,运用玄武岩主量元素对玄武岩的形成深度进行了定量模拟,初步探讨了湘赣地区中生代岩石圈厚度随时间的演化关系。研究表明,湘西南宁远地区晚三叠世岩石圈厚度约为53km,湘中南长城岭晚三叠世岩石圈厚度约为81~84km,赣西北早白垩世岩石圈厚度的形成深度约60~63km。  相似文献   

Study on Global Performances and Mooring-Induced Damping of A Semi-Submersible   总被引：1，自引：1，他引：0  

熊凌志  杨建民  吕海宁  赵文华  寇雨丰 《海洋工程》2016,(5):671-686

The harsh environmental conditions bring strong nonlinearities to the hydrodynamic performances of the offshore floating platforms, which challenge the reliable prediction of the platform coupled with the mooring system. The present study investigates a typical semi-submersible under both the operational and the survival conditions through numerical and experimental methods. The motion responses, the mooring line tensions, and the wave loads on the longitudinal mid-section are investigated by both the fully non-linearly coupled numerical simulation and the physical experiment. Particularly, in the physical model test, the wave loads distributed on the semi-submersible’s mid-section were measured by dividing the model into two parts, namely the port and the starboard parts, which were rigidly connected by three six-component force transducers. It is concluded that both the numerical and physical model can have good prediction of the semi-submersible’s global responses. In addition, an improved numerical approach is proposed for the estimation of the mooring-induced damping, and is validated by both the experimental and the published results. The characteristics of the mooring-induced damping are further summarized in various sea states, including the operational and the survival environments. In order to obtain the better prediction of the system response in deep water, the mooring-induced damping of the truncated mooring lines applied in the physical experiment are compensated by comparing with those in full length. Furthermore, the upstream taut and the downstream slack mooring lines are classified and investigated to obtain the different mooring line damping performances in the comparative study.  相似文献   

基于自发地理信息的“一带一路”区域陆路交通状况分析     

寇培颖  牛铮  刘正佳  李旺 《地球信息科学学报》2018,20(8):1074-1082

路网密度的研究是实施“一带一路”愿景之互联互通倡议的基础工作。“一带一路”顺应了世界经济全球化、一体化、多极化、信息化的趋势,牵连着蓬勃发展的亚太和发达的欧洲经济圈,带动中间国家的经济发展。在新形势下,如何通过交通基础设施建设推进丝绸之路经济带沿线区域间的互联互通、促进区域合作和经济发展,具有重要的现实意义。本文利用自发地理信息数据——OpenStreetMap（OSM）道路网数据,运用地理信息系统（GIS）空间分析技术,探究了“一带一路”陆路经济带辐射区域亚欧大陆的路网络密度和通行能力的空间分布格局,并分析了六大经济走廊节点城市的公路可达性空间格局。结果表明：“一带一路”陆路经济带的交通基础设施的发展存在着不平衡现象;路网密度和通行能力均呈现沿海高内陆低的空间格局;中亚、西亚地区和中南半岛地区成为道路水平落后带,限制了丝绸之路经济带资源整合与贸易畅通,建议在建设新跨国公路铁路同时,对原有老旧道路进行加宽加固等升级改造;全区域道路等级级配不合理;节点城市可达性具有明显的分异状况,六大经济走廊中83%的区域可达性在10 h以内。研究产出亚欧大陆1 km分辨率路网密度和通行能力数据集,发现了“一带一路”陆路经济带道路水平的薄弱区域,为“一带一路”陆路经济带的交通基础设施建设以及进一步的道路网研究提供了基础数据。  相似文献   

辽宁省海水入侵成因及防治措施     

寇英杰  王颖 《国土资源》2000,(1)

海水入侵是在自然和人为因素综合作用下形成的地质灾害。辽宁省海水入侵自 70年代以来呈逐渐增加趋势 ,具有入侵面积广、发展速度快等特点。目前海水入侵已成为我国较为突出的地质灾害 ,给工农业生产和人民生活造成很大危害。针对海水入侵形成机制及危害程度的地域性 ,目前已采取不同的防治措施 ,如控制开采 ,人工回灌 ,修建地下水库等 ,取得一定效果。  相似文献   

Model tests on open-ended concrete pipe piles jacked in sand     

Hai-lei Kou  Wang Li  Dan-liang Yang 《Marine Georesources & Geotechnology》2020,38(8):939-946

Abstract

An experimental study of the performance of concrete pipe piles during installation under different penetration speeds and static load tests on the piles in sand is presented. The applied jacking force, the amount of pile penetration, length of soil plug formed and ultimate bearing capacity were measured during the model tests. The results showed that the concrete pipe piles were partially plugged and the behavior of the soil plug was significantly affected by the penetration speed. The lower the penetration speed, the larger the soil plug formed which in turn leads to a greater ultimate bearing capacity. The size of soil plug can be evaluated by the m value defined as the ratio of the volume of the soil plug to that of the penetrated pile wall. The relationship between the m value and the penetration speeds can be used to estimate the amount of soil plug and the depth of penetration for an open-ended concrete pipe pile jacked into sand.  相似文献